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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-Finance D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L1 | Accepted-Finance Admitted | |
| 2 | L2₹2.9 L+₹740.07 (0.26%)Accepted-Finance | L2 | Accepted-Finance Admitted | |
| 3 | L3₹3.0 L+₹12,815.37 (4.42%)Accepted-Finance 38 30 92 SAI NAGAR MARRIPALEM VISAKHAPATNAM 530 018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | L3 | Accepted-Finance Admitted | |
| 4 | L4₹3.1 L+₹23,533.77 (8.11%)Accepted-Finance DOOR NO 58 12 13 KARASA VISAKHAPATNAM 530009 | VISAKHAPATANAM | ANDHRA PRADESH | 530009 | L4 | Accepted-Finance Admitted | |
| 5 | L5₹3.5 L+₹59,595.27 (20.5%)Accepted-Finance | L5 | Accepted-Finance Admitted |
| Sl No | Description | Qty | Unit | ANJALI CONSTRUCTIONS L3 | Sai Srija Constructions L4 | G Srinivas Rao L1 | CH.VENKATARAMANA L7 | ALLURI CONSTRUCTIONS L6 | HARSHA ENTERPRISES L5 | N E R CONSTRUCTIONS L8 | KUNDAN SAI ENTERPRISES L2 | sri vijaya mouni infrastructure L11 | shiv builder L10 | RAM SREE CONSTRUCTIONS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .01SCHEDULE 'A' PART-I: B/R WORKS | ||||||||||||||
| 1.00 | Excavation over areas not exceeding 1.5 m deep in soft/loose soil as specified and as directed. | 22.51 | Cum | 210 ₹4,727.1 Lowest | 450 ₹10,129.5 | 450 ₹10,129.5 | 333 ₹7,495.83 | 299 ₹6,730.49 | 400 ₹9,004 | 550 ₹12,380.5 | 260 ₹5,852.6 | 675.2 ₹15,198.75 | 250 ₹5,627.5 | 520 ₹11,705.2 |
| 2.00 | Removal of excavated soil exec 50 mt and n exc 250m and deposition where directed at a level n exc 1.5m above the starting point. | 22.51 | Cum | 180 ₹4,051.8 | 315 ₹7,090.65 | 225 ₹5,064.75 | 405 ₹9,116.55 | 249 ₹5,604.99 | 500 ₹11,255 | 300 ₹6,753 | 120 ₹2,701.2 | 110 ₹2,476.1 Lowest | 350 ₹7,878.5 | 650 ₹14,631.5 |
| 3.00 | M&L Hardcore Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed | 40.95 | Cum | 1,188 ₹48,648.6 | 1,600 ₹65,520 | 1,260 ₹51,597 | 2,310 ₹94,594.5 | 2,700 ₹1,10,565 | 2,000 ₹81,900 | 850 ₹34,807.5 Lowest | 1,900 ₹77,805 | 2,100.13 ₹86,000.32 | 1,750 ₹71,662.5 | 2,200 ₹90,090 |
| 4.00 | M & L for 100 mm thick, PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Floors / Hard standing etc, surface of concrete roads, pavements finished by brooming complete all as specified and as directed. | 100.03 | Sqm | 510 ₹51,015.3 | 545 ₹54,516.35 | 306 ₹30,609.18 Lowest | 540 ₹54,016.2 | 449 ₹44,913.47 | 500 ₹50,015 | 500 ₹50,015 | 450 ₹45,013.5 | 810 ₹81,024.3 | 800 ₹80,024 | 550 ₹55,016.5 |
| 5.00 | M & L for chequered cement concrete tiles 30 cm x 30 cm x 22-25 mm thick set ,jointed and pointed in neat cement slurry in floors with grey cement and pigment laid over 15 mm thick screed bed or bedding layer in CM (1:6) complete all as specified and as directed. | 100.03 | Sqm | 810 ₹81,024.3 | 700 ₹70,021 Lowest | 810 ₹81,024.3 | 850 ₹85,025.5 | 1,049 ₹1,04,931.47 | 1,000 ₹1,00,030 | 1,200 ₹1,20,036 | 850 ₹85,025.5 | 1,360.21 ₹1,36,061.81 | 1,250 ₹1,25,037.5 | 900 ₹90,027 |
| 6.00 | M & L for Plain Cement Concrete Type C1, 1:3:6 (using 20 mm graded granite stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates, bonds and the like including weathering, complete all as specified. | 17.73 | Cum | 6,400 ₹1,13,472 | 6,000 ₹1,06,380 | 6,300 ₹1,11,699 | 6,500 ₹1,15,245 | 4,349 ₹77,107.77 | 5,500 ₹97,515 | 8,000 ₹1,41,840 | 4,200 ₹74,466 Lowest | 8,800 ₹1,56,024 | 6,500 ₹1,15,245 | 7,200 ₹1,27,656 |
Tender Value
₹4.8 L
EMD Value
₹9,700
Closing Date
29 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GARRISON ENGINEER NAVAL DEPOT
GARRISON ENGINEER NAVAL DEPOT INDUSTRIAL ESTATE POST 104 AREA VISAKHAPATNAM 530007
PROVN OF CHEQUERED TILE FLOORING AT CERTAIN LOCATIONS AT NAUSHAKTI NAGAR VISAKHAPATNAM
2026_MES_787000_1
8675/GENN/E8
Open Tender
Civil Works
Item Rate
60 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹300
GARRISON ENGINEER NAVAL DEPOT
₹9,700
Yes
16 Oct 2026
29 Aug 2026
1 Oct 2026
29 Aug 2026
29 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | SCHEDULE 'A' PART-I: B/R WORKS | - | - | - | - |
| 1 | Excavation over areas not exceeding 1.5 m deep in soft/loose soil as specified and as directed. | - | Cum | 1.25 | - |
| 2Removal of excavated soil exec 50 mt and n exc 250m and deposition where directed at a level n exc 1.5m above the starting point. | |||||
| 3 | M&L Hardcore Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed | - | Sqm | 100 | - |
| 4 | M & L for 100 mm thick, PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Floors / Hard standing etc, surface of concrete roads, pavements finished by brooming complete all as specified and as directed. | - | Sqm | 53 | - |
| 5 | M & L for chequered cement concrete tiles 30 cm x 30 cm x 22-25 mm thick set ,jointed and pointed in neat cement slurry in floors with grey cement and pigment laid over 15 mm thick screed bed or bedding layer in CM (1:6) complete all as specified and as directed. | - | Sqm | 10 | - |
| 6 | M & L for Plain Cement Concrete Type C1, 1:3:6 (using 20 mm graded granite stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates, bonds and the like including weathering, complete all as specified. | - | Cum | 11 | - |
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